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3 0I00IA MILL. ROAD P.O. 00X 4.39 ALL MATEF;IALS AND M[I HCD5 OF CONSTRUCTION SHALL CONFCR `• ING NUM
SO. ORLEANS, MASSACHUSETTS 02662 TO THE MA55ACHU5M- 5 STATE DUIL.DING CODE.A55ENCE OF A I Of 4
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ENGINEERING STRUCTURAL HOME
PLANNING & DESII No.57000®
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ONAL. 3
GIDDIAH HILL.. ROAD P.O. BOX SO. ORLEANS,
MASSACHUSETTS y TEL. 508.
255.8312 FAX: 508.241 t8/02!
2022 ... ..... _ e° gr—wiloox.co 6 BELOW
STEEL
UP UP
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EDGE NAIL In I n CORNER
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SEE MANUFACTURERS I® PLAN (2) 16d FRAMING
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SPECIFICATIONS FOR HOLD-DOWN _ I I° NAILS AT 6" O.C.
INFO. HOLD-DOWN, ._
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SEE PLAN i MANUFACTURER'S
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LOW PANEL, BOTTOM OF HIGH CORNER HOLD-DOWN DETAIL PANEL,
TYPICAL AT ALL FLOOR BAND/
RIM JOIST SPLICES. = 6"
MIN WALL-
TO-WALL SPLICE/EDGE NAILING 2)
16d FASTENERS 12" 04 FIELD
NAIL EDGE NAIL O.C. INTO HEADER SEE
KEY i ° ° I SEE KEY I. ,I LVL
HEADER, MATCH DEPTH
OF FLOOR JOISTS. SUBFLOOR GLUED TO HEADER-+ <C NOTES:
PLYWOOD TO FLUSH i
1. POST -INSTALLED THREADED ANCHOR ROD DRILLED AND INTERIOR FRAMING AS I
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5/
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C. STAGGERED " 7' II3l4"718"0 - 12°' MINIMUM EMBEDMENT ° II >1"
0 -
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STAGGERED - DOUBLE TOP PL TYP FASTENERS INTO
ANCHORED r *NOTE:
LENGTHS ASSUME MIN F'c=3ksl, THREADED ROD=ASTM GR, 2x6 EXTERIOR WALL `'o SILL, TYP
AT WALL PANELS INTO 36, OR BETTER. THE HILTI HIT-HY 200 SYSTEM AN BE SUBSTITUTED LENGTH OF HEADER >-+ SILL PLATE
z1ofTE; WITH AN EQUIVALENT APPROVED BY THE DESIGNER. LENGTHS SIMILAR NAILING
FOR SHOWN DO NOT CORRELATE TO EMBEDMENT LENGTHS OF CAST IN DOUBLE TOP
PLATE PLACE ANCHORS. 3. MINIMUM
WALL FACE EDGE DISTANCE TO CENTER OF ANCHOR. 3".
ASSUMES CLR COVER OF WALL REINFORCEMENT OF 2", WALL -TO -
SILL EDGE NAILING G.C. TO COORDINATE REINFORCEMENT LOCATION WITH NOTE: ANTICIPATION OF
POST -INSTALLED ANCHORS. HEADER CAN
BE OMITTED IF AREA IS BALLON FRAMED, CIZ MAX STUD
HEIGHT PER IRC 2015. PANEL SPLICE
AT BAND/RIM JOIST _ POST INSTALL METHOD FOR THREADED ANCHOR HOLD-DOWN HEADER AT STAIR OPENING t _ CENTERFOOTING
BELOW RIDGE BOARD
OR RIDGE — SEE NOTE 1 TIMBER POST BEAM, SEE
PLAN DEPTH OF
SLAB ON DEPTH OF FOOTING Project # 22.32 ROOF RAFTER, —
t tl d GRADE, SEE PLAN % SEE PLAN SEE PLANn _ _ / Date .__......._. __ ._._._..__....._---.------ t ®_ I~
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VAPOR i
OF
qs, CKI MATTHEWFARRIER ,
G3) 3EWSHAUN, t SEE
PLAN PETERS STRUCTURAL " FOR
DIMENSIONS
No 57000 5) 16d
NAILS — 2X4 COLLAR TIES AT EE, TYP
EVERY RAFTER, TYP NOTES: AL 1. WHERE
POSTS ARE BRACED IN BOTH DIRECTIONS (I.E. CORNER POSTS 08J02/2022 SUPPORTING SHEATHED
STAIR LANDINGS SUPPORTED BY AT LEAST ONE NOTES: ADEQUATELY
FASTENED EXTERIOR OR INTERIOR PARTITION WALL) POST BASE 1. COLLAR
TIES CAN BE SUBSTITUTED FOR METAL RIDGE STRAPS PLACED AT SHOWN IS NOT REQUIRED. IF POST IS TO LAND DIRECTLY ON CONCRETE, USE EVERY RAFTER.
USE SIMPSON CS22 COILED STRAPS AT 24" LONG w/ 8d FASTENERS PRESSURE -TREATED LUMBER. PER MANUFACTURER'
S SPECIFICATIONS), OR APPROVED EQUIVALENT. 2. FOOTING DETAIL DOES NOT APPLY TO ANY POST SUPPORT TYPE OTHER 2. OFFSET
OF OPPOSING RAFTERS SHALL BE NO MORE THAN 1 1/2". THAN TIMBER COLLAR LLAR
TIEOR RAFTER STRAP DETAIL _ _ r^ THICKENED SLAB FOOTING
LOCUS
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LCS MAP
To SCNOTOTTOSCALE
CURRENT OWNER: STEPHEN F. & EVA M. CARBONARO OVERLAY DISTRICT -
TITLE REFERENCE4 BOOK 21,511, PACE 350 NITROGEN SENSITIVE
ZONE:
PLAN REFERENCE: BOOK 242, PAGE 39 FEMA FLOOD
ZONE DISTRICT,
ASSESSORS MAP. 140
PARCEL. 32
MINIMUM LOT SIZE:
ZONING DISTRICT.- R-40
SETBACKS: FRONT 30' EXISTING LOT SIZE.,
SIDE 20' EXISTING BUILDING COVERAGE -
REAR 20!
NONE
NOT IN A ZONE If
X?% DATED 7/16/14
PANEL #25001CO578J
40,000 S.F.
31,112 ±S.F.
1,636/31,112=&3%
kmuuzr-, 1jr-k'N' Z HED)
PROPOSED BUILDING COVERAGE: 2,668/31,112-8,6%
HOUSE, DECK PORCH, SHED & BARN)
N/F
PHILIP PIL180SIAN
ASSESSORSL 30PMA140 PARCE9
Q 4
11;009
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30- MICHAEL L.
LETTERA ASSESSORS MAP
140 PARCEL 33.
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46HEALTH DEPT. fi —4— ,
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VA M. SLAB GRADE 3.5 CARBONARO ASSESSORS MAP
140
PARCEL 32 18.
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2 0 DNVEWA Y Rul N/F
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t NOTE: THE
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SYST
EM DEPICTED ON THIS PLAN IS BASED ON INFORMATION
FROM THE TOWN OF YARMOUTH HEALTH DEPART
ENT, AND IS APPROXIMATE, IT IS
TO BE CONFIRMED AT TIME cg OF CONSTRUCTIONO